Selection of Contractor for Development of Smart Roads and Underground Ducting Including Utility Shifting of Power lines in ABD area Under Smart City Mission (PWD Roads under Phase 1 and 2A Package1(ID 105)) in Thiruvananthapuram

Amount

PART A - CIVIL WORKS - STORM WATER DRAINS

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>

Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means

Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom

Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, remixed with bituminous binder( NRMB) @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and andem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects(using 7% shredded plastic) For Grading - I ( 19 mm nominal size )as per 5.6.1.a

Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on the bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes

Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br> Road Markers/Road Stud with Lense Reflector :-

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size)<br> Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

PART A - CIVIL WORKS - UNDER GROUND DUCTING OF UTILITIES

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br&gt

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump

Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Providing & laying in existing trench HDPE Power Duct of OD 225mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs. One coupler every 12 meter for duct jointing shall be provided. The coupler shall be used to join two HDPE pipes. It should either snap fit or Split type. The jointing shall meet the air pressure test of 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so asto prevent any ingress of water/dirt etc. The rate is inclusive of required specials and fittings wherever necessary laying should be as per design drawing technical specifications and directions of Engineer In charges

:Providing & laying in existing trench HDPE Power Duct of OD 90mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs. One coupler every 12 meter for duct jointing shall be provided. The coupler shall be used to join two HDPE pipes. It should either snap fit or Split type. The jointing shall meet the air pressure test of 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so asto prevent any ingress of water/dirt etc. The rate is inclusive of required specials and fittings wherever necessary laying should be as per design drawing technical specifications and directions of Engineer In charge.

Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The outer layer colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation, middle layer shall be transluscent and the inner layer shall be having permanently lubricated lining of Silicore . Outer sheath thickness shall be 1.2mm 0.2mm. The inner surface of the multi channel ducts shall be straight ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm 0.3mm. Seven couplers every 100 meter for duct jointing shall be provided. The coupler shall be used to join two HDPE pipes. It should either snap fit or Split type. The jointing shall meet the air pressure test of 15 Kg/cm2 for a minimum period of 2 hours. 14 End Plugs every 100 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so as to prevent any ingress of water/dirt etc. testing and commissioning. The rate is inclusive of required specials and fittings wherever necessary. ISO Requirements- ISO 9001, 14001, 18001 as per design drawing technical specifications and directions of Engineer in charge.

:Providing & laying in existing trench HDPE Power Duct of OD 160mm. It shall have three concentric layers viz. outer layer, middle layer and inner layer with ribs.The outer layer shall be made of HDPE material in red colour, middle layer shall be made of HDPE in translucent (natural) and the inner ribbed layer of solid permanent lubricant (PLB) i.e. Silicore. The inner surface of the multi channel ducts shall be straight ribbed & shall be of a configuration for faster installation of cables. 100% virgin HDPE raw material shall be used. No regrind shall be used and the duct shall be sourced from ISO 9001,14001,18001 and ISRS audited manufacturer only. One coupler every 12 meter for duct jointing shall be provided. The coupler shall be used to join two HDPE pipes. It should either snap fit or Split type. The jointing shall meet the air pressure test of 2 Kg/cm2 for a minimum period of 2 hours. 2 End Plugs every 50 meters of pipe length shall be provided. End Plugs shall be used to seal the end of ducts so as to prevent any ingress of water/dirt etc. The rate is inclusive of required specials and fittings wherever necessary laying should be as per design drawing technical specifications and directions of Engineer in charge.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Prestressed / reinforced cement concrete grade M 20 & above - By Mechanical Means<br>

UNDER GROUND DUCTING OF UTILITIES - DSR

Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20

Based on D.S.R-19.19.4.1-Supplying and fixing SFRC Circular shape 560 mm dia precast R.C.C. manhole cover(Extra Heavy Duty) with frame - EHD - 35 to existing manhole cover slab including necessary fixing charges labour etc. complete.

PART A - CIVIL WORKS -FOOTPATH

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Providing and fixing MS Powder Coated, 750mm height, 100mm dia, thickness 3mm bollards as per drawing including fixing with a MS base plate of size 150x150x6mm.Edge shall be smoothened as directed by Engineer in charge. All MS components are in MS Powder Coated finish, made using modern, automatic machines like CNC machine, robotic welding, laser cutting, water jets etc. The rate shall includes cost and conveyance of all materials, base plate ,screws ,bolts , fabrication, transportation, cutting and making good the floors, loading and unloading, handling of machineries all electrical charges etc. labor charges, lead, lift etc. complete as directed by Engineer-in-Charge

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soi

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete

Providing and fixing 18 mm thick gang saw cut granite, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm

FOOTPATH(MORTH)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> RCC Grade M25 - Using Concrete Mixer <br> Plain/Reinforced Cement Concrete

Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 Island Kerb

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Painting over Concrete surface

UG DUCTING CONDUITS (DSR ELE)

14.15 : Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 14.15.3 : 120 mm dia (OD-120 mm & ID-103 mm nominal) Data based on DSR(ELE)2018 DWC HDPE 120mm

STORM WATER DRAINS (MORTH)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>

Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately

STORM WATER DRAINS (DSR)

Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter

Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

PART A - CIVIL WORKS - Operation and Maintanance

Maintanance charges of Landscaping per month for First Year

Maintanance charges of Landscaping per month for Second Year

Maintanance charges of Landscaping per month for Third Year

Maintanance charges of Landscaping per month for Fourth Year

Maintanance charges of Landscaping per month for Fifth Year

Maintanance charges of road works and other components except landscaping per month for Fourth Year

Maintanance charges of road works and other components except landscaping per month for Fifth Year

PART B - UTILITY SHIFTING - WATER SUPPLY LINES

Testing 350mm DI/CI pipeline with potable water to the required test pressure. 350 mm dia Observed Data derived from item no.1024 of PHED DATA

Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carriying the exavation

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil

Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)

Supply of DI K9 Pipe confirming IS 8329/2000, 350 mm dia

Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 63mm Dia

Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials).63 mm nominal outer dia pipes

Ductile iron K12 specials suitable for push on jointing up to 600 mm dia

Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 350 mm dia Ductile Iron Class K-9 Pipes Data derived from 18.72.20 in DAR

Labour for cutting C.I. pipe with steel saw.350 mm diameter C.I pipe

Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:350 mm diameter pipe

Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe

Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:350 mm dia pipe

Providing New/Alteration of house connection from the existing main including earth work excavation,supplying and fitting suitable saddle piece,supplying and fitting 20 mm brass ferrule1 no,20 mm GM full way wheel valve 1no,bend 1no union 1no etc. and connecting the newly laid main,testing the joints etc complete but excluding cost of pipe.(Data as per the data from KWA).

Supply of 20mm ASTM Pipe (Schedule 80). Rate inclusive of all<br>specials

Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 20 mm nominal outer dia pipes

"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 350 mm diameter. Class I" Observed Data derived from item no.18.31.of DAR

Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 150 mm diameter. Class I" Data derived from item no.18.31.3.1 of DAR

Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 350mm.

Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

Disconnecting water connection from service mains along Asphalt road without causing any damage to the existing line including charges of earth work excavation in all kinds of soil for exposing connection point including tar cutting / conrete cutting, making the disconnection point water tight charging and testing to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other existing utilities, including the charges of hire for tools and plant, conveyance of tools and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of materials and as per the direction of departmental officers etc. complete.

Engaging Coolie

Engaging Fitter ( grade 1)

Supply of CIR JOINTS-160mm(Data as per KWA)<br

2 VALVE CHAMBER (Size inside 1.2x1.2x1.3 m- 2 nos, 0.9x0.9x1 m- 1 nos,

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40ominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for column

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

Supply of 560mm dia CI MH cover with frame, confirming to IS 1726(1991).(Data as per KWA

PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES -MATERIAL

Supply of Metallic feeder pillar box with 300 amp LB SW on both ends 24 nos of O/G terminals (1ph)with SFU for giving service connections (16amp to 63amp as per requirement).provision for cable entry on both sides,cable connecting facilities, phase indicators,volt meter and ammeter,danger labeling etc<br>Make: Subjected to approval from KSEBMake approval subjected to KSEB/SCTL/KRFB

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 2x4 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 4 x 6 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 25 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 50 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 95 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 120 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 150 sq.mm

Supply of one number armoured aluminium XLPE power cable of 1.1KV grade of the following sizes 3.5 x 185 sq.mm

Supply of one number Aluminium armoured XPLE HT cable of the following sizes as required 3 x 300 sq.mm

Supply of Cable Joint Kit ( 3x300 sq mm –Straight)

Supply of Cable Joint Kit ( 3x300 sq mm – End )

Supply of one number PVC insulated single-core copper conductor cable of the following size 2.5 sq.mm

Supply of one number PVC insulated single-core copper conductor cable of the following size 4 sq.mm

Supply of one number PVC insulated single-core copper conductor cable of the following size 6 sq.mm

Supply of 20mm PVC pipe

Supply of 20mm PVC bend, metal saddles, etc

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 32mm dia (suitable for cable sizes 4x6 & 2x4 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 40mm dia (suitable for cable sizes 3.5x25/10 sq.mm)

Supplyof following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 60mm dia ( suitable for cable sizes 3.5 x 50 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 70mm dia ( suitable for cable sizes 3.5 x 150 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 90mm dia( suitable for cable sizes 3.5 x 185 sq.mm)

Supply of following size HDPE pipe ISI marked along with accessories like socket, bend, couplers etc. 110mm dia ( suitable for cable sizes 3 x 300 sq.mm )

Provision for feeder pillar earthing (earth pipes, gi wires/plates, earthing Chemicals)

Provision for LT Cable Gland ( various sizes )

Provision clamping Cable in duct ( sizes )

Supply of Nuts and bolts (Various sizes)

Supply of 1Ph dust & vermin proof and weatherproof FRP meter box with 16 Amps cut out fuse and neutral link

Supply of 3Ph dust & vermin proof and weather proof FRP meter box with 32 Amps cut out fuse and neutral link

Supply of 3Ph CT dust & vermin proof and weatherproof FRP meter box with 32 Amps cut out fuse and neutral link

Supply of 1.5mtr earth pipe for meter box earthing

Supply of 10SWG Copper earth wire

LED Post Top Lantern

PART C - UTILITY SHIFTING OF ELECTRICAL POWER SUPPLY LINES - LABOUR

Provision for loading, unloading, and transportation of the materials (For all suppply of materials mentioned in BOQ from Item No. 10.01 to 10.47)

Laying of one number armoured aluminium power cable of 1.1KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of engineer in charge. 3.5 x 120 sq mm

Laying of one number armoured aluminium power cable of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 150 sq mm(LT)/ 3 x 150 sq.mm(HT)

Laying of one number armoured aluminium power cable of 1.1KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3.5 x 185 sq mm

Laying of one number armoured aluminium power cable of 11KV grade of the following sizes in the existing HDPE pipe/duct as per the direction of the engineer in charge. 3 x 300 sq mm

Excavation of cable trench in all classes of soil and backfilling of the trench after laying cable (3x300mm sq)

Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock) (3x300mm sq)

Excavation of cable trench in all classes of soil and backfilling of the trench after laying cable (3.5x120mm sq), (3.5x150mm sq), (3.5x185mm sq)

Additional rate for excavation of cable trench in exceptionally hard condition(like ordinary rock)(3.5x120mm sq) , (3.5x150mm sq), (3.5x185mm sq)

Digging and laying LT 3.5 x 95 sq mm cable icluding laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.

Digging and laying LT 3.5 x 50 sq mm cable including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the directions of engineer in charge.

Digging and laying LT 3.5 x 25/ 4 x 10 sq mm cable including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.

Digging and Laying LT cable 4x6 sq mm (Three-phase service connection & Street light) including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge.

Digging and Laying LT cable 2x4 sq mm (Single-phase service connection) including laying of HDPE pipe for looping cables from pillar box to consumer premises etc as per the direction of engineer in charge

Charges for the erection of feeder pillar box (24 nos outgoings) including Plinth and earthing

Charges for doing straight joint on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm.

Charges for doing one cable end termination on cables of sizes beyond 3x150 sq mm and up to and incl. 3x300 sq mm.

Shifting of single phase connection on newly erected meter box, including erection of meter box, earthing, wiring up to DB and other connections

Shifting of three-phase wp service connection on newly erected meter box, including erection of box, earthing, wiring up to DB and other connections

Installation of LED Post Top Lantern icluding foundation and giving supply

R.SURESH KUMAR